Resolution 31-22
To: Members of Dublin City Council
From: Dana L. McDaniel, City Manager
Date: June 21, 2022
Initiated By: Robert E. Ranc, Jr., Deputy City Manager/Chief Operating Officer
Paul A. Hammersmith, PE, Director of Engineering/City Engineer
Brian D. Gable, PE, Deputy Director of Engineering
Re: Resolution 31-22 – Accepting the Lowest and Best Bid for the Shared-Use Path
and Parking Lot Maintenance Program FY2022 (22-007-CIP)
Summary
On June 9, 2022, one (1) bid was received and publicly opened for the Shared-Use Path and Parking
Lot Maintenance Program FY2022 (the “Program”). This Program provides maintenance in various
locations on the shared-use path network and in several City parking lots. Please see the attached
location map for general work areas in this Program. For Council’s reference, a copy of the
construction drawings for the Program have been provided electronically or a print version can be
provided to Council upon request.
The Engineer’s estimate for these programs is $455,000.00. The budgeted funds for the Shared-Use
Path and Parking Lot Maintenance Programs in the 2022-2026 Capital Improvements Program (CIP)
are $385,000 from accounts AT223, Annual Shared-Use Path Maintenance ($275,000) and AT227,
Annual Parking Lot Maintenance ($110,000).
The scope of work for 2022 Program was developed in December of 2021 utilizing inspection data
from 2021 to determine the Program needs in 2022. While the plan was in design, the cost of
petroleum products increased significantly causing the program estimate to increase above the
budgeted amount.
Strawser Paving Company, Inc. submitted the lowest and best bid of $501,690.46. Staff has reviewed
all bids and a summary of the bids received is listed below.
Bidder Bid as Read Bid as Read Corrected Bid Over (+) or Under (-)
Engineer’s Estimate
Strawser Paving Company, Inc. $501,690.46 +10.3%
The bid received was higher than the Engineer’s estimate. In reviewing the bid items within the
Program, staff has determined the increased costs are primarily due to the continued rise in
petroleum costs and secondarily from inflation in material and trucking costs. This Program also
contains many contingency items due to the work type and locations for potential additional repairs to
areas on or adjacent to Program work. The contingency items cost totals $34,000 and typically most
of this cost will not be utilized, and as a result will be recognized as a savings at the end of
construction.
Engineering has consulted with Finance, and staff anticipates being able to cover the additional
Program cost using funds previously appropriated as part of the 2022-2026 CIP. These funds are
Office of the City Manager
5555 Perimeter Drive • Dublin, OH 43017-1090
Phone: 614.410.4400 • Fax: 614.410.4490 Memo
Resolution 31-22 – Accepting the Lowest and Best Bid for the Shared-Use Path and Parking Lot
Maintenance Program FY2022 (22-007-CIP)
June 21, 2022
Page 2 of 2
available from one or more projects appropriated as part of the 2022-2026 CIP that will not proceed
in 2022 and will be included in 2023-2027 CIP.
The work for this Program is expected to commence in July 2022 with the project complete by
September 16, 2022. The typical and customary communication methods will be used to convey
construction information with the residents and impacted property owners throughout the duration of
this work.
The City will have a designated Engineering Project Inspector assigned to the work for this Program
who will provide coordination, be available to answer any questions and manage access needs at
adjacent residences throughout the performance of the work.
Recommendation
Staff has thoroughly reviewed the bid submitted by Strawser Paving Company, Inc. and determined it
to be a complete, accurate and acceptable cost to perform the specified work for this Program.
Previous experience with Strawser Paving Company, Inc. has been favorable including these recent
projects: Bright Road Watermain Installation (2022); 2021 Storm Structure Maintenance; 2021 Street
Maintenance Program – Phase 1 and 2. Staff is confident Strawser Paving Company, Inc. will perform
well on this Program.
Staff recommends Council approval of Resolution 31-22 accepting as lowest and best the bid Strawser
Paving Company, Inc. in the amount of $501,690.46 and authorizing the City Manager to enter into a
contract with Strawser Paving Company, Inc. for this Program.
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Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS,
EPA, NPS, USDA
2022 Shared Use Path
and Parking Lot Maintenance
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Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS,
EPA, NPS, USDA
2022 Shared Use Path
and Parking Lot Maintenance
General Notes
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THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND
LOCAL SAFETY REQUIREMENTS INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
THE CONTRACTOR SHALL ALWAYS EXERCISE CAUTION FOR THE PROTECTION OF PERSONS
(INCLUDING EMPLOYEES) AND PROPERTY. IT SHALL ALSO BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS,
AND PROGRAMS IN CONNECTION WITH THE WORK, INCLUDING THE REQUIREMENTS FOR CONFINED
SPACES PER 29 CFR 1910.146.
ANY MODIFICATIONS TO THE WORK AS SHOWN ON THESE APPROVED PLANS SHALL HAVE PRIOR
WRITTEN APPROVAL OF THE CITY ENGINEER.
THE CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO PUBLIC RIGHT-OF-WAY, AREAS
DEFINED AS PERMANENT AND/OR TEMPORARY CONSTRUCTION EASEMENTS, AND/OR THE LIMITS OF
DISTURBANCE SHOWN.
PROPERTY BOUNDARIES, INCLUDING PROPERTY LINES AND ROAD RIGHT-OF-WAY, ARE SHOWN FROM
THE BEST INFORMATION AVAILABLE AND ARE NOT NECESSARILY COMPLETE OR CORRECT.
NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON OR ACROSS PUBLIC STREETS OR HIGHWAYS
WITHOUT THE WRITTEN PERMISSION OF THE CITY ENGINEER.
THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN
EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR WATER COURSES THAT ARE DISTURBED
BY CONSTRUCTION SHALL BE RESTORED TO THE GRADES AND CROSS-SECTIONS THAT EXISTED
BEFORE CONSTRUCTION.
ALL NON-PAVEMENT AREAS DISTURBED WITHIN THE DESIGNATED EASEMENTS, RIGHTS-OF-WAY, AND
LIMITS OF DISTURBANCE AS SHOWN, SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH ITEM
659, VEGETATION (SEED/MULCH), ALL AREAS DISTURBED OUTSIDE THESE LIMITS SHALL BE SEEDED
AND MULCHED AT THE CONTRACTOR'S EXPENSE.
TRACKING OR SPILLING MUD, DIRT, OR DEBRIS UPON STREETS, RESIDENTIAL OR COMMERCIAL
DRIVES, SIDEWALKS, OR BIKE PATHS IS PROHIBITED AND ANY SUCH OCCURRENCE SHALL BE
CLEANED UP IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE CITY. IF THE CONTRACTOR
FAILS TO REMOVE THE MUD, DIRT, DEBRIS, OR SPILLAGE, THE CITY OF DUBLIN RESERVES THE RIGHT
TO REMOVE THESE MATERIALS AND CLEAN AFFECTED AREAS, THE COST OF WHICH (MULTIPLIED BY
2.5) SHALL BE WITHHELD FROM MONIES THAT ARE DUE OR MAY BECOME DUE THE CONTRACTOR.
THE CONTRACTOR SHALL PROVIDE ADEQUATE TWENTY-FOUR (24) HOUR EMERGENCY TELEPHONE
NUMBERS TO PERMIT NOTIFICATION BY THE CITY IN THE EVENT OF A PROBLEM OR EMERGENCY.
SHOULD NOTIFICATION BE UNABLE TO BE MADE OR THE CONTRACTOR FAIL TO PERFORM
REQUESTED CORRECTIVE WORK WITHIN THE TIME SPECIFIED BY THE CITY, THE CITY WILL BE
REIMBURSED 2.5 TIMES THE COST TO PERFORM THE WORK.
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CONSTRUCTION PERIOD
THE CONSTRUCTION PERIOD FOR THIS PROJECT MAY BEGIN ON OR AFTER JULY 11, 2022, AND AFTER
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SECURED WITH THE APPROPRIATE WARNING DEVICES. ALL NECESSARY TRAFFIC CONTROL DEVICES
MUST BE ON SITE, ERECTED, AND MAINTAINED PRIOR TO BEGINNING ANY PHASE OF THE WORK.
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ENVIROMENTAL REGULATION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST, AND CONTAINING DEBRIS
RESULTING FROM SAW CUTTING, EXCAVATION, PAVEMENT PLANING, DEMOLITION OR OTHER
CONSTRUCTION RELATED ACTIVITIES. THE CONTRACTOR SHALL VERIFY THAT ALL STORM
STRUCTURES AND PIPING ARE FREE OF CONSTRUCTION RELATED DEBRIS FOLLOWING EACH PHASE
OF CONSTRUCTION ACTIVITY. THE ENGINEER MAY REQUEST ADDITIONAL OR OTHER MEASURES BE
TAKEN BY THE CONTRACTOR IF THE ENGINEER DOES NOT BELIEVE THE CONTRACTORS CURRENT
METHOD(S) ARE EFFECTIVE. THE COSTS FOR COMPLYING WITH ENVIRONMENTAL REGULATIONS ARE
TO BE INCLUDED IN THE VARIOUS UNIT COSTS ASSOCIATED WITH THE CONSTRUCTION PROJECT.
THIS INCLUDES ADDITIONAL MEASURES REQUESTED BY THE ENGINEER.
DUST CONTROL OPERATIONS SHALL BE PERFORMED BY THE CONTRACTOR AT THE DIRECTION OF
THE ENGINEER.
CONSTRUCTION NOISE
ANY DEVICE SHALL NOT BE OPERATED AT ANY TIME IN SUCH A MANNER THAT THE NOISE CREATED
SUBSTANTIALLY EXCEEDS THE NOISE CUSTOMARILY AND NECESSARILY ATTENDANT TO THE
REASONABLE AND EFFICIENT PERFORMANCE OF SUCH EQUIPMENT.
UTILITIES
THE CONTRACTOR SHALL NOTIFY THE OHIO UTILITIES PROTECTION SERVICE (811) AT LEAST TWO
(2) WORKING DAYS PRIOR TO PERFORMING ANY EXCAVATION OR PAVEMENT OPERATIONS THAT
REMOVE MORE THAN 3" OF PAVEMENT SURFACE. CARE SHALL BE TAKEN DURING EXCAVATION IN THE
VICINITY OF UTILITIES SUCH AS: STREETLIGHTS, TRAFFIC CIRCUITS, IRRIGATION SYSTEMS, AND
OTHER UTILITIES NOT EXPRESSLY NAMED, SO AS TO NOT DAMAGE UTILITIES. THE CONTRACTOR IS
RESPONSIBLE TO UTILIZE CARE AND TO PROTECT ALL UTILITIES, PUBLIC AND PRIVATE. THE
CONTRACTOR IS RESPONSIBLE TO SURVEY THE EXISTING CONDITIONS AND MARK THE LOCATIONS
OF VISIBLE IRRIGATION SYSTEM COMPONENTS, ROOF DRAINS AND OTHER UTILITIES. THE
CONTRACTOR IS TO UTILIZE CARE WHEN WORKING IN AREAS THAT CONTAIN IRRIGATION SYSTEMS.
ANY DAMAGE TO IRRIGATION SYSTEMS DUE TO NEGLIGENCE ON THE PART OF THE CONTRACTOR
SHALL BE REPAIRED AT THE EXPENSE OF THE CONTACTOR. ANY DAMAGE TO SUCH UTILITIES THAT
THE ENGINEER DETERMINES TO BE DUE TO THE CONTRACTORS NEGLECT, SHALL BE REPAIRED AT
THE EXPENSE OF THE CONTRACTOR, WITHOUT ADDITIONAL COST TO THE OWNER. IRRIGATION
SYSTEM REPAIRS AND REPAIRS TO UNDERGROUND DOG FENCE SHALL BE COMPLETED IN A TIMELY
MANNER. IRRIGATION COMPONENTS IN CONFLICT WITH PROPOSED WORK WILL BE RELOCATED (AS
DIRECTED BY THE ENGINEER) BY THE CONTRACTOR UNDER FORCE ACCOUNT, OR UNDER OTHER
PROVISIONS MADE BY THE CITY. THE CONTRACTOR IS RESPONSIBLE FOR THE SUPPORT AND
PROTECTION OF UTILITIES IN ANY EXCAVATION. THE COST FOR THIS WORK IS TO BE INCLUDED IN
THE PRICE FOR EACH BID ITEM.
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COORDINATING WITH UTILITIES
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COORDINATION / MANAGEMENT AND OVERSIGHT
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE SCHEDULING AND COORDINATION AND
OVERSIGHT OF THE WORK PERFORMED BY THEIR PERSONNEL AS WELL AS THAT OF ALL
SUBCONTRACTORS. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, A DESIGNATED PROJECT
MANAGER DURING TIMES AT WHICH WORK IS PERFORMED BY THEIR PERSONNEL OR ANY
SUBCONTRACTOR.
CONTRACTOR SHALL COORDINATE HIS WORK TO FACILITATE WORK BY OTHERS IN THE RIGHT-OF-
WAY AND OUTSIDE OF THE CONSTRUCTION WORK LIMITS.
GEOTECHNICAL INFORMATION
NO SUBSURFACE EXPLORATION OF THE PROJECT WAS PERFORMED.
TEST HOLES
THE CONTRACTOR IS ENCOURAGED TO DIG TEST HOLES AT THE PROJECT SITE PRIOR TO MAKING
THEIR BID TO FAMILIARIZE THEMSELVES WITH SITE SUBSURFACE CONDITIONS. THE BIDDER SHALL
TAKE INTO ACCOUNT ANY DIFFICULTY THEY PERCEIVE IN CONSTRUCTING THE PROJECT DUE TO
ACCESS, ROCK, GROUND WATER, WEAK SOILS, TOPSOIL, ETC.
ALL EXCAVATION SHALL BE CONSIDERED AS UNCLASSIFIED, INCLUDING ROCK.
TREE ROOTS AND TREE DAMAGE
THE CONTRACTOR SHALL USE CAUTION WHEN WORKING AROUND STREET TREES. DAMAGE TO TREE
BRANCHES AND BARK SHALL BE REPORTED TO THE CITY INSPECTOR. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REIMBURSEMENT TO THE CITY FOR ANY DAMAGE DONE TO THE TREES.
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STAGING AREA
THE CONTRACTOR SHALL MAKE THEIR OWN PROVISIONS TO PROVIDE STAGING AREA(S) IF THAT
AREA IS OUTSIDE THE RIGHT-OF-WAY. ALL AREAS DISTURBED SHALL BE FULLY RESTORED TO THEIR
ORIGINAL CONDITIONS OR BETTER TO THE SATISFACTION OF THE CITY OF DUBLIN. THE
CONTRACTOR AT HIS EXPENSE SHALL PERFORM ALL RESTORATION. WORK CLOSE TO EXISTING
TREES SHALL REQUIRE THE INSTALLATION OF TREE PROTECTION FENCING.
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MIXTURE AND EACH PRODUCER AND SHALL PROVIDE GRADATION OF ALL COMPONENT AGGREGATES,
PERCENTAGE OF BLENDING OF AGGREGATES, PERCENTAGE OF BITUMEN, ANY ADDITIVES AND
APPLICATION RATE, NAMES AND ADDRESSES OF AGGREGATE SUPPLIERS, MARSHALL MIX DESIGN
DATA, AND THE THEORETICAL LABORATORY DENSITY.
THE CONTRACTOR SHALL NOT USE ANY RECLAIMED MATERIALS IN ITEM 304.
RECLAIMED MATERIAL (AGGREGATE) IS PERMITTED TO BE INCORPORATED IN THE FOLLOWING, AND
SUBJECT TO THE LISTED MAXIMUMS LIMITS. THE JMF MUST ACCOUNT FOR THE USE OF THE
RECLAIMED MATERIAL IN THE MIX DESIGN PROCESS.
ITEM 441 ASPHALTIC CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22
MAXIMUM 20% RECLAIMED MATERIAL
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ALL SIGNS, LANDSCAPING, STRUCTURES, OR OTHER APPURTENANCES DISTURBED OR DAMAGED
DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE CITY
ENGINEER. THE COST OF THIS WORK SHALL BE PAID FOR BY THE CONTRACTOR.
THE COST OF ALL ASPHALT PAVEMENT REMOVAL AND DISPOSAL SHALL BE INCLUDED IN THE PRICE
BID PER CUBIC YARD FOR ITEM 203, EXCAVATION UNESS SPECIFIED OTHERWISE IN THE PLANS.
THE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED SO AS TO ELIMINATE ALL
UNNECESSARY NOISE, DUST, AND ODORS. THE USE OF OIL OR OTHER MATERIAL FOR DUST
CONTROL, WHICH MAY CAUSE TRACKING, IS NOT PERMITTED.
TRENCH EXCAVATION SHALL BE ADEQUATELY MAINTAINED AND PROTECTED WITH DRUMS OR
BARRICADES AT ALL TIMES. PLACEMENT OF PROPOSED SUBBASE AND BASE MATERIAL SHALL
FOLLOW AS CLOSELY AS POSSIBLE BEHIND EXCAVATION OPERATIONS. THE LENGTH OF TRENCH
OPEN AT ANY ONE TIME SHALL BE HELD TO A MINIMUM AND SHALL AT ALL TIMES BE SUBJECT TO
THE APPROVAL OF THE CITY ENGINEER.
IN THE EVENT THAT IT BECOMES NECESSARY FOR THE CITY TO PERFORM WORK OF AN IMMEDIATE
NATURE (SUCH AS THE PLACEMENT OF BARRICADES OR REPLACEMENT OF SIGNS AND OTHER
WARNING OR PROTECTIVE DEVICES) BECAUSE OF FAILURE OR REFUSAL OF THE CONTRACTOR TO
PERFORM SUCH WORK AS REQUIRED BY THE CONTRACT, THE CONTRACTOR SHALL REIMBURSE THE
CITY AT THE RATE OF 2.5 TIMES THE ACTUAL COST OF LABOR, MATERIALS, AND EQUIPMENT
NECESSARY TO PERFORM SUCH WORK. THE CITY SHALL BE REQUIRED TO NOTIFY OR ATTEMPT TO
NOTIFY THE DESIGNATED REPRESENTATIVE OF THE CONTRACTOR OF THE NECESSITY TO PERFORM
SUCH WORK. IF THE CONTRACTOR REFUSES OR FAILS WITHIN A REASONABLE TIME TO PERFORM OR
CAUSE THE PERFORMANCE OF SUCH WORK, THE CITY SHALL BE REIMBURSED BY THE CONTRACTOR
IN THE AMOUNT PROVIDED HEREIN BY WAY OF A DEDUCTION FROM THE CONTRACTOR'S NEXT
PAYMENT UNDER THE CONTRACT. REASONABLE TIME FOR ALL STREETS AND WORK AREAS INVOLVED
ON THIS CONTRACT IS 1 HOUR FROM THE TIME OF NOTIFICATION BY THE CITY.
PARTIAL PAYMENTS AND TIMELY SUBMISSION OF DOCUMENTATION
IN ADDITION TO THE PROVISIONS OF SECTION 109.07 ESTIMATES/REQUESTS (PARTIAL PAYMENTS)
OF THE CITY OF DUBLIN GENERAL CONDITIONS SECTION 100. THE CONTRACTOR SHALL SUBMIT, TO
THE ENGINEER, BACK-UP DOCUMENTATION FOR MATERIALS, TIME SHEETS, FORCE ACCOUNT WORK
AND OTHER ITEMS SUBJECT TO PAYMENT UNDER THE AGREEMENT IN A TIMELY MANNER, NOT TO
EXCEED 30 DAYS. IT IS PREFERRED THAT MATERIAL TICKETS, TIME SHEETS AND OTHER DOCUMENTS
SUPPORTING PAYMENT FOR WORK ITEMS BE PROVIDED WITHIN 24 HOURS FOLLOWING WORK
ACTIVITIES.
IF THE CONTRACTOR FEELS THAT THERE ARE DISCREPANCIES BETWEEN THE WORK SHOWN ON THE
PAY REQUEST PROVIDED BY THE ENGINEER AND THE WORK COMPLETED DURING THAT TIME PERIOD,
THE CONTRACTOR SHALL PROVIDE A NOTICE OF DISCREPANCY TO THE ENGINEER WITHIN THIRTY
(30) DAYS OF RECEIPT OF THE PAY REQUEST. THE NOTICE OF DISCREPANCY SHALL BE IN WRITING
AND DETAIL ANY DISCREPANCIES BETWEEN THE ITEMS LISTED ON THE PAY REQUEST AND THE
WORK THAT HAS BEEN PERFORMED DURING THE TIME PERIOD FOR SUCH PAY REQUEST FOR WHICH
THE CONTRACTOR BELIEVES THEY ARE ENTITLED TO PARTIAL PAYMENT.
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THIS ITEM CONSISTS OF ALL NECESSARY EQUIPMENT AND LABOR TO EXPOSE, PRUNE, TRIM OR CUT
TREE ROOTS AND EXCAVATE AND HAUL SPOILS FROM DESIGNATED AREAS, RE-GRADE COMPACT
DISTURBED AREAS IN ORDER TO MEET NEWLY ESTABLISHED GRADES,
ADDITIONAL COMPENSATION WILL NOT BE MADE WHERE ITEM 203 IS TO BE INCLUDED IN THE UNIT
COST OF OTHER ITEMS SUCH AS ITEM 202 CONCRETE /PAVEMENT REMOVED AND DISPOSED OF, ITEM
608 CONC. FLATWORK / WALK W/ AGG BASE, A.P.P. (ANY THICKNESS), ITEM 609 CURBING.
PAYMENT FOR THIS ITEM IS PER CUBIC YARD OF MATERIAL EXCAVATED AND HAULED AWAY.
ITEM 251 PARTIAL DEPTH PAVMENT REPAIR (441), A.P.P. (3”)
THIS ITEM CONSISTS OF REPAIRS TO THE ASPHALT AS OUTLINED UNDER ITEM 251 PARTIAL DEPTH
PAVEMENT REPAIR (441), ODOTCMS AS AMENDED. THE CONTRACTOR SHALL REMOVE AND DISPOSE
OF 3” OF THE EXISTING ASPHALT PAVEMENT AT LOCATIONS DIRECTED BY THE ENGINEER. ALL FACES
BORDERING THE REPAIR AREA SHALL BE VERTICAL. THE SURFACE MAY BE MILLED AND/OR SAW CUT
IN ORDER TO INSURE CLEAN VERTICAL FACES. BEFORE PLACING ASPHALT CONCRETE, CLEAN ALL
VERTICAL FACES AND SUB-SURFACE OF PAVEMENT AND COAT VERTICAL SURFACES WITH ASPHALT
MATERIAL ACCORDING TO ODOTCMS 401.14. APPLY 407.02 MATERIAL TO THOROUGHLY COAT THE
EXPOSED HORIZONTAL SURFACES AND TO FILL CRACKS AND JOINT OPENINGS. PLACE 1.75” OF ITEM
441 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (448), ITEM 407 NON-TRACKING TACK COAT
AND 1.25” ITEM 441 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG-64-22. CRACK SEAL
AROUND ALL PLACED ASPHALT REPAIR AREAS.
THE UNIT PRICE FOR THIS ITEM SHALL INCLUDE ALL LABOR EQUIPMENT AND MATERIALS FOR THE
WORK INCLUDING SAW CUTTING, EXCAVATING, TACK COATING THE EXISTING SURFACE, ASPHALT
PLACEMENT, SEALING THE EDGES UPON COMPLETION, ALL TRAFFIC CONTROL DEVICES AND OTHER
INCIDENTALS. WORK IS TO BE PAID PER SQUARE YARD (SY) OF PAVEMENT REPAIR.
ITEM 251 PARTIAL DEPTH PAVEMENT REPAIR (441) - BIKEPATH, A.P.P (2.5”).
THIS ITEM CONSISTS OF REPAIRS TO THE ASPHALT AS OUTLINED UNDER ITEM 251 PARTIAL DEPTH
PAVEMENT REPAIR (441), ODOTCMS AS AMENDED. THE CONTRACTOR SHALL PERFORM SPOT
REMOVAL AND DISPOSAL OF 2.5” OF THE EXISTING ASPHALT PAVEMENT AT LOCATIONS DIRECTED BY
THE ENGINEER. ALL FACES BORDERING THE REPAIR AREA SHALL BE VERTICAL. THE SURFACE MAY
BE MILLED AND/OR SAW CUT IN ORDER TO INSURE CLEAN VERTICAL FACES. BEFORE PLACING
ASPHALT CONCRETE, CLEAN ALL VERTICAL FACES AND SUB-SURFACE OF PAVEMENT AND COAT
VERTICAL SURFACES WITH ASPHALT MATERIAL ACCORDING TO ODOTCMS 401.14. APPLY 407.02
MATERIAL TO THOROUGHLY COAT THE EXPOSED HORIZONTAL SURFACES AND TO FILL CRACKS AND
JOINT OPENINGS.
FOR TWO AND ONE HALF (2 ½”) INCH DEPTH OF REPAIRS WITHOUT OVERLAY:
REPLACEMENT WITH TWO AND ONE HALF (2 ½ ) INCHES OF ITEM 441 ASPHALT CONCRETE SURFACE
COURSE, TYPE 1, (448), PG 64-22 AND PER THE ODOTCMS.
FOR TWO AND ONE HALF (2 ½”) INCH DEPTH OF REPAIRS WITH OVERLAY:
REPLACEMENT WITH TWO AND ONE HALF (2 ½ ) INCHES OF ITEM 441 ASPHALT CONCRETE
INTERMEDIATE COURSE, TYPE 2, (448), PG 64-22 AND PER THE ODOTCMS.
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PLACING, MAINTAINING, REMOVING, AND DISPOSING OF THE TEMPORARY PATCHES OR PLATES WILL
BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
TRAFFIC AND PROTECTING THE REPAIRED AREA UNTIL IT HAS COOLED SUFFICIENTLY TO RE-OPEN
TO TRAFFIC.
THE UNIT PRICE FOR THIS ITEM SHALL INCLUDE ALL LABOR EQUIPMENT AND MATERIALS FOR THE
WORK INCLUDING SAW CUTTING, EXCAVATING, TACK COATING THE EXISTING SURFACE, ASPHALT
PLACEMENT, SEALING THE EDGES UPON COMPLETION, ALL TRAFFIC CONTROL DEVICES AND OTHER
INCIDENTALS. WORK IS TO BE PAID PER SQUARE YARD (SY) OF PAVEMENT REPAIR.
ITEM 608 4” CONCRETE WALK W/ AGG. BASE, A.P.P.
ITEM 608 6” CONCRETE WALK W/ AGG. BASE, A.P.P.
THIS ITEM CONSISTS OF THE PLACEMENT OF NEW FOUR (4) AND SIX (6) INCH THICK CONCRETE
SIDEWALKS AND DRIVEWAY APRONS AND OTHER INCIDENTAL FLATWORK OVER 4” COMPACTED
AGGREGATE BASE. THE AGGREGATE BASE SHALL BE PLACED UPON PROPERLY PREPARED AND
COMPACTED SUBGRADE. CONCRETE SHALL BE PLACED AS INDICATED ON THE PLANS OR AS
DIRECTED BY THE ENGINEER AND CONSTRUCTED IN ACCORDANCE WITH ITEM 608 OF THE CMSC AND
THE STANDARD DRAWINGS OF THE CITY OF DUBLIN.
FULL DEPTH EXPANSION MATERIAL ONE HALF (1/2) INCHES THICK CONFORMING TO ASTM D 1752,
TYPE 1 (RUBBER EXPANSION MATERIAL) SHALL BE UTILIZED WHERE THE WORK MEETS EXISTING
WALKS, CURBS OR STRUCTURES. FIBROUS TYPE EXPANSION MATERIAL IS NOT TO BE USED. THE
CONTRACTOR IS RESPONSIBLE TO SAW CUT AND PROTECT ADJACENT WALK SECTIONS INTENDED TO
REMAIN. IN THE EVENT THAT ADJACENT WALK SECTIONS BECOME DAMAGED, THEY WILL BE
REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY.
THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 AND NO MORE THAN 48 HOURS WRITTEN
NOTICE TO RESIDENTS PRIOR TO CLOSING ANY DRIVEWAY. CONFIRMATION OF THE WRITTEN
NOTICES SHALL BE PROVIDED TO THE CITY ENGINEER BY THE CONTRACTOR ON A DAILY BASIS. NO
DRIVEWAY IS TO BE CLOSED FOR A PERIOD OF MORE THAN FIVE (5) DAYS. IN THE EVENT THAT THE
FIVE (5) DAY MAXIMUM IS EXCEEDED, THE CONTRACTOR WILL NOT BE PERMITTED TO CLOSE ANY
MORE DRIVEWAYS ON THE PROJECT UNTIL COMPLIANCE IS ACHIEVED. DRIVEWAYS CLOSED LONGER
THAN FIVE DAYS ARE SUBJECT TO PENALTY OF ONE HUNDRED DOLLARS ($100.) PER LOCATION PER
CALENDAR DAY.
THE CONTRACTOR SHALL KEEP THE AREAS DISTURBED ADJACENT TO THE CONCRETE WALKS TO A
MINIMUM.
THIS ITEM INCLUDES ALL MATERIAL AND LABOR AND OTHER INCIDENTALS INCLUDING, BUT NOT
LIMITED TO, EXCAVATION AND HAULING OF SPOILS, SETTING GRADES, FORMWORK, FINISHING, AND
RESTORATION AS DETAILED UNDER ITEM 653 AND ITEM 659.
WORK IS TO BE PAID PER SQUARE FOOT (SF) OF:
FOUR (4) INCH CONCRETE PLACED, FINISHED AND ACCEPTED.
SIX (6) INCH CONCRETE PLACED, FINISHED AND ACCEPTED.
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FOR WALK/FLATWORK THAT WAS PLACED AT 8” THICK AT THE DIRECTION OF THE ENGINEER, THE
CONTRACTOR WILL BE PAID THE CONTRACT UNIT COST FOR 608 6” CONCRETE WALK W/ AGG. BASE,
WITH THE SQUARE FOOT MEASUREMENT OF THE 8” THICK WALK ADJUSTED BY TWENTY PERCENT,
(SF*1.2).
ITEM 608: CURB RAMPS
CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ITEM 608 OF THE CMSC AND SHALL
MEET ALL AMERICANS WITH DISABILITES ACT (ADA) REQUIREMENTS. ALL CURB RAMPS SHALL MEET
THE SLOPE AND DIMENSION REQUIREMENTS OF THE CITY OF DUBLIN STANDARD DRAWING PD-02.
ITEM 608: DETECTABLE WARNING, (TYPE), A.P.P.
DESCRIPTION.
THIS WORK SHALL CONSIST OF FURNISHING ALL MATERIAL, EQUIPMENT, AND LABOR NECESSARY
FOR THE PLACEMENT OF DETECTABLE WARNING DEVICES AT CURB RAMPS OR OTHER WALKING
SURFACES DETAILED ON THE PLANS OR SPECIFICATIONS. ALL WORK SHALL BE IN ACCORDANCE WITH
SECTION 1108 OF THE ARCHITECTURAL AND TRANSPORTATION BARRIERS COMPLIANCE BOARD'S
“DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS-OF-WAY”, DATED JUNE 17, 2002, AS AMENDED,
SUPPLEMENTED AND ADOPTED.
MATERIALS.
ALL PRODUCTS SHALL RECEIVE PRIOR WRITTEN APPROVAL BY THE ENGINEER. DETECTABLE
WARNING SURFACES SHALL BE TEXTURED TO PROVIDE SLIP RESISTANCE AND SHALL CONTRAST
VISUALLY WITH ADJACENT WALKING SURFACES - EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. THE
PREFERRED COLOR FOR A LIGHT BACKGROUND (CONCRETE) SHALL BE BRICK RED. THE PREFERRED
COLOR FOR A BRICK BACKGROUND SHALL BE BLACK. COLOR SHALL BE INTEGRAL WITH THE
DETECTABLE WARNING DEVICE AND SHALL NOT BE SURFACE APPLIED. PAINTS OR OTHER SURFACE
COATINGS SHALL NOT BE USED UNLESS INTEGRAL TO THE SYSTEM BEING APPLIED. CAST IRON
DETECTABLE WARNING PANELS SHALL BE FACTORY POWDER COATED. DETECTABLE WARNING
SURFACES SHALL BE CLASSIFIED BY TYPE OF MATERIAL AND/OR APPLICATION METHOD:
TYPE A:
- REPLACEABLE CAST IN PLACE PANELS -
SYSTEM SHALL BE TUFTILE CAST IRON REPLACEABLE CAST IN PLACE ADA TILES
24”X24” PANELS: PART NUMBER: TTCI2424-WS-(COLOR ID)
24”X30” PANELS PART NUMBER: TTCI2430-WS-(COLOR ID)
TILE CONNECTOR: PART NUMBER: TT-CONNECTOR
MANUFACTURER: TUFTILE
1200 FLEX CT.
LAKE ZURICH, IL
888-960-8897
APPROVED FOR NEW CONSTRUCTION INSTALLATIONS ONLY.
37 22-007-CIP
2'X4' PANELS: PART NUMBER: 2448IDRET2
2'X5' PANELS: PART NUMBER: 2460IDRET2
MANUFACTURER: ADA SOLUTIONS
PO BOX 3
NORTH BILLERICA, MA 08162
800-372-0519
APPROVED FOR RETROFIT TO PRE-EXISTING RAMP ONLY.
38 22-007-CIP
DETECTABLE WARNING PANELS SHALL BE PLACED 3” - 4” BEHIND BACK OF CURB TO ALLOW FOR
EDGING AND TOOLING OF FRONT EDGE OF RAMP BETWEEN DETECTABLE WARNING PANEL AND BACK
OF CURB
THE CONTRACTOR AND MANUFACTURER SHALL JOINTLY WARRANT THE INSTALLED SURFACE TO LAST
NO LESS THAN FIVE YEARS WITHOUT LOSING MORE THAN TWO PERCENT OF THE TRUNCATED DOMES
DUE TO DELAMINATING AS A RESULT OF PRODUCT FAILURE, AND SHALL FURTHER WARRANT THE
SURFACE FOR A MINIMUM OF FIVE YEARS AGAINST FADING, CHIPPING, PEELING, CRACKING, OR LOSS
OF ORIGINAL SHADE DUE TO SUNLIGHT, SALT OR EXPOSURE TO WEATHERING.
- SURFACE-APPLIED PANELS-
PANELS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AS
APPROVED BY THE ENGINEER. AFTER INSTALLATION THE WARNING PANEL SHALL BE FLUSH AROUND
THE EDGE WITH THE CONCRETE SURFACE. A SEALANT AND ADHESIVE SHALL BE APPLIED TO THE
UNDERSIDE AND PERIMETER OF THE PANEL. THE PERIMETER SEALANT SHALL FLOW INTO
PERIMETER CUT TO SEAL EDGE. THE PANEL SHALL BE MECHANICALLY ANCHORED TO THE
SUBSTRATE.
- CAST IN PLACE PANELS-
PANELS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AS
APPROVED BY THE ENGINEER. AFTER INSTALLATION THE WARNING PANEL SHALL BE FLUSH AROUND
THE EDGE WITH THE CONCRETE SURFACE. THE PANEL SHALL BE ANCHORED SECURELY TO THE
SUBSTRATE WITHOUT VOIDS OR AIR POCKETS UNDER THE PANEL.
METHOD OF MEASUREMENT.
THE NUMBER OF DETECTABLE WARNING DEVICES SHALL BE THE ACTUAL SQUARE FOOT (SF)
INSTALLED IN PLACE, COMPLETE AND ACCEPTED. THIS ITEM SHALL BE COMPLETE AND INCLUDE ALL
WORK NECESSARY TO PROVIDE A COMPLETE AND USEABLE DETECTABLE WARNING DEVICE. THIS
SHALL INCLUDE BUT NOT BE LIMITED TO: LAYOUT, SAW-CUTTING, REMOVALS, CONCRETE AND
CEMENT BASE MATERIALS, BEDDING, SURFACE PREPARATION, SURFACE SEALANT, AND REPAIR OF
ADJOINING AREAS DISTURBED BY THE INSTALLATION OF THE DETECTABLE WARNING SURFACE.
BASIS OF PAYMENT.
UNLESS SPECIFICALLY INCLUDED UNDER OTHER ITEMS ON THE PLANS, PAYMENT FOR ACCEPTED
QUANTITIES WILL BE MADE AT THE CONTRACT UNIT PRICE FOR:
ITEM 608 - DETECTABLE WARNING, (TYPE), AS PER PLAN (SF)
NOTE:
PAYMENT SHALL INCLUDE ALL COSTS OF FURNISHING MATERIAL, EQUIPMENT, AND LABOR
NECESSARY FOR THE INSTALLATION OF DETECTABLE WARNING DEVICES, AND SHALL BE IN
ADDITION TO ANY OVERLAPPING PAYMENTS FOR SQUARE FOOT OF SIDEWALK / CURB RAMP.
39 22-007-CIP
ITEM SPECIAL: SEAL COATING (TWO APPLICATIONS) OF ASPHALT (SY)
THE CONTRACTOR SHALL FURNISH AND APPLY TWO (2) APPLICATIONS OF SEALCOAT TO THE
EXISTING ASPHALT SURFACE, WHERE INDICATED ON THE PLANS.
SEALCOAT SHALL BE SEALMASTER, MASTERSEAL (COLOR=BLACK), OR APPROVED EQUAL.
CONTRACTOR SHALL APPLY ACCORDING TO MANUFACTURER’S RECOMMENDATIONS. SURFACE MUST
BE CLEAN AND FREE FROM ALL LOOSE MATERIAL, DIRT, AND DUST. CRACKS SHALL BE CRACK SEALED
PRIOR TO SEALCOAT APPLICATION. ALLOW A MINIMUM OF 2 TO 4 HOURS OF DRYING TIME BEFORE
APPLYING SECOND COAT. APPLY THE SECOND COAT WITHIN 24 HOURS OF APPLYING THE FIRST
COAT.
PAYMENT SHALL BE MADE AT THE UNIT PRICE BID PER SQUARE YARD FOR ITEM SPECIAL – SEAL
COATING OF ASPHALT AND SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIALS TO FURNISH
SEALCOAT, PREPARE SURFACE, AND APPLY TWO (2) COATS OF SEALCOAT. THE UNIT PRICE BID PER
SQUARE YARD SHALL INCLUDE BOTH COATS. CRACK SEALING WILL BE PAID SEPARATELY UNDER
ITEM 423.
ITEM SPECIAL: CLEANING AND PREPARATION OF ASPHALT PATH FOR OVERLAY (SY)
PRIOR TO ASPHALT SURFACE COURSE OVERLAY OF EXISTING PATHS, THE CONTRACTOR SHALL CLEAN
AND PREPARE THE EXISTING PATH SURFACE FOR OVERLAY. THE SURFACE MUST BE CLEAN AND FREE
FROM ALL LOOSE MATERIAL, DIRT, AND DUST. CLEAR/EDGE ANY GRASS OR OTHER ORGANIC PLANT
OVERGROWTH.
PAYMENT SHALL BE MADE AT THE UNIT PRICE BID PER SQUARE YARD FOR ITEM SPECIAL – CLEANING
AND PREPARATION OF ASPHALT PATH FOR OVERLAY AND SHALL INCLUDE ALL LABOR, EQUIPMENT,
AND MATERIALS NECESSARY TO PROVIDE A CLEAN, CLEAR, AND DRY SURFACE READY FOR
SUBSEQUENT APPLICATION OF TACK COAT AND ASPHALT OVERLAY. TACK COAT AND ASPHALT
OVERLAY WILL BE ITEMIZED AND PAID FOR SEPARATELY.
ITEM 653 PULVERIZED TOPSOIL, A.P.P.
PART 1 GENERAL
1.01 SECTION INCLUDES
A. THE WORK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT AND MATERIAL
NECESSARY TO PLACE AND GRADE TOPSOIL FOR PREPARATION FOR VEGETATION.
1.02 MEASUREMENT & PAYMENT
A. THE TOPSOIL AREA WILL BE MEASURED BY THE CUBIC YARD (CY), DELIVERED, PLACED, AND
GRADED FOR:
a. AREAS DESIGNATED FOR PAYMENT UNDER THIS SECTION IN THE PLANS AND
SPECIFICATIONS.
b. MATERIAL USED OUTSIDE OF THE WORK LIMITS WILL NOT BE MEASURED.
40 22-007-CIP
41 22-007-CIP
PART 3 EXECUTION
3.01 EXAMINATION
A. THE CONTRACTOR SHALL NOT BEGIN WORK IN THIS SECTION UNTIL THE ENGINEER HAS
APPROVED THE LANDSCAPE GRADING.
3.02 APPLICATION
A. THE TOPSOIL PLACEMENT SHALL BE COMPLETED WITHIN FIVE DAYS AFTER COMPLETION OF
ASSOCIATED CONCRETE FLATWORK.
a. THE CONTRACTOR SHALL TAKE CARE TO NOT DISTURB ANY LARGER AREA THAN NECESSARY
IN ORDER TO MINIMIZE POST CONSTRUCTION RESTORATION.
b. THE CONTRACTOR SHALL RE-ESTABLISH FINISH GRADE TO GRADUALLY AND EVENLY MEET
EXISTING ADJACENT GRADE AND ADJACENT CURBING, SIDEWALK, RAMPS, ROADWAY, AND OTHER
UTILITY STRUCTURES.
3.03 INSTALLATION
A. PULVERIZED TOPSOIL
1. SHALL BE COMPACTED IN LIFTS OF NOT MORE THAN 6 INCHES AT ONE TIME.
2. ALL TOPSOIL PLACED SHALL BE COMPACTED TO AT LEAST 85% COMPACTION, WITH THE
EXCEPTION OF THE TOP TWO (2) INCHES.
3. THE TOP TWO INCHES OF PULVERIZED TOPSOIL SHALL BE PLACED LOOSE FOR USE AS SEED
BED.
4. THE FINISHED ELEVATION OF PLACED AND GRADED PULVERIZED TOPSOIL SHALL BE 1 INCH
ABOVE EDGE OF IMPERVIOUS SURFACES TO ALLOW FOR SETTLEMENT.
3.04 ADJUSTING
A. ANY VEGETATED AREAS, WHICH ARE FOUND TO NOT HAVE AN ADEQUATE AMOUNT OF
TOPSOIL DURING THE FIRST YEAR, SHALL HAVE ADDITIONAL PULVERIZED TOPSOIL PLACED AS SOON
AS WEATHER CONDITIONS PERMIT, AT NO ADDITIONAL COST TO THE OWNER.
3.05 PROTECTION
A. THE CONTRACTOR SHALL SECURE THE WORK AREA AND PROTECT THE GRADED AREAS FROM
ANY TRAFFIC, DISTURBANCES, WILDLIFE OR PUBLIC USE UNTIL VEGETATION IS ESTABLISHED.
ITEM 659 VEGETATION (SEED/MULCH), A.P.P.
PART 1 GENERAL
ALL SEEDING SHALL BE CLASS 1 PER CITY OF COLUMBUS CMSC.
2.03 MULCH
42 22-007-CIP
A. MULCHING MATERIAL: OAT OR WHEAT STRAW, REASONABLY FREE FROM WEEDS, FOREIGN
MATTER DETRIMENTAL TO PLANT LIFE, AND IN DRY CONDITION. HAY OR CHOPPED CORNSTALKS IS
NOT ACCEPTABLE. HYDRO MULCH IS NOT PERMITTED AS SURFACE MULCH.
B. ESTABLISHMENT BLANKET: UNIFORM OPEN WEAVE EXCELSIOR MATTING; EROSION
CONTROL MULCHING FABRIC CONSISTING OF KNITTED CONSTRUCTION OF YARD INTERWOVEN WITH
STRIPS OF BIODEGRADABLE PAPER
PART 3 EXECUTION
3.01 EXAMINATION
A. THE CONTRACTOR SHALL NOT BEGIN WORK IN THIS SECTION UNTIL THE ENGINEER HAS
APPROVED THE LANDSCAPE GRADING.
3.02 APPLICATION
A. THE SEEDING SHALL BE COMPLETED WITHIN THREE DAYS AFTER COMPLETION OF
LANDSCAPE GRADING OR AS SOON THEREAFTER AS CONDITIONS ARE FAVORABLE. SEEDING SHALL
OCCUR BETWEEN MARCH 15TH AND OCTOBER 1ST. SHOULD WEEDS PROPAGATE PRIOR TO SEEDING
OR RE-SEEDING THEY SHALL BE TREATED OR REMOVED IN A MANNER SATISFACTORY TO THE
ENGINEER.
B. THE SEEDBED SHALL BE PREPARED BY PULVERIZING AND BREAKING UP THE SOIL TO A
MINIMUM DEPTH OF TWO INCHES WITH A DISK HARROW, DRAG HARROW, SPIKE TOOTH HARROW OR
SIMILAR TOOL. ALL ROCKS OVER THREE-QUARTER INCH IN DIAMETER, CLODS AND UNDESIRABLE
MATERIAL THAT WOULD INTERFERE WITH SEEDING OPERATIONS SHALL BE REMOVED. IMMEDIATELY
AFTER SEEDBED PREPARATION, THE CONTRACTOR SHALL APPLY THE FERTILIZER UNIFORMLY OVER
THE AREA TO BE SEEDED AT A RATE OF: 1.5 LBS NITROGEN PER 1000 FT2 .
DESIRED RATE IN LBS N/1000 FT2/% NUTRIENT=TOTAL FERTILIZER NEEDED/1000 FT2 TOTAL
FERTILIZER NEEDED/1000 FT2XAREA TO BE
TREATED IN FT2=LBS FERTILIZER NEEDED TO TREAT THE AREA
C. THE SEED SHALL BE DRILLED, BROADCAST OR HYDRO SEEDED UNIFORMLY OVER THE
SEEDBED AT A RATE OF 10 LBS PER 100 SY (480LB PER ACRE) USING METHODS AND EQUIPMENT
ACCEPTABLE TO THE ENGINEER. THE SEEDED AREA SHALL BE PASSED OVER WITH A HAND RAKE TO
HELP COVER MORE SEED AND IMPROVE SEEDING ESTABLISHMENT. APPLICATION OF GRASS SEED
AND FERTILIZER AT THE SAME TIME, IN THE SAME MACHINE IS NOT PERMITTED EXCEPT WHEN
HYDRO-SEEDING. SEED MAY BE PLACED WITH THE TOP 1 INCH OF PULVERIZED TOPSOIL IF THE
TOPSOIL IS PLACED WITH THE MEANS OF A BLOWER.
D. SEED SOWING IS NOT PERMITTED IMMEDIATELY FOLLOWING RAIN, WHEN THE GROUND IS
TOO DRY, OR DURING WINDY PERIODS.
E. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED ACCESS AREAS, SLOPES, DITCHES,
SPOIL AREAS AND ALL OTHER AREAS DISTURBED BY CONSTRUCTION.
F. THE CONTRACTOR SHALL PLACE ESTABLISHMENT BLANKET ON AREAS WITH SLOPES EQUAL TO
AND EXCEEDING 3:1, AND IN ALL AREAS OF DIRECT CHANNEL FLOW.
43 22-007-CIP
44 22-007-CIP
ADEQUATE NATURAL RAINFALL. THE CONTRACTOR SHALL PROVIDE FOR A MINIMUM OF 1” OF WATER
PER WEEK FOR SEEDED AREAS (APPROXIMATELY ½” TWO TIMES PER WEEK). ADDITONAL WATERING
MAY BE REQUESTED BY THE ENGINEER. WATER FOR IRRIGATION WILL BE PAID FOR ACCEPTABLE WORK
COMPLETED BY THE CONTRACTOR THAT IS VERIFIED WITH THE WATERING LOGS SUBMITTED BY THE
CONTRACTOR. THE UNIT OF MEASURE FOR WATER FOR IRRIGATION IS M GALLONS (MGAL), (M=1000)
22-007-CIP 2022 SHARED-USE PATH & PARKING LOT
MAINTENANCE PROGRAM
GENERAL SUMMARY OF ESTIMATED QUANTITIES Page Number 10 9/10 9/10 10/11 10/11 11/12 16 4/5 4 4 16 5 5 5
5/25/2022 LOT / SEGMENT ID 108 109 111 115 138 156 179 297 299 300 340 370 371 372
Segment Length 247 766 491 311 392 1107 464 1178 655 476 479 313 320 486
Cadd Area (SF)REFERENCE NUMBERITEMDESCRIPTION ESTIMATED QUANTITYPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTSHARED-USE PATH QUANTITIES
Excavation and Removal
1 202 Wearing Course Removed (Butt Joints) (SY)10
2 203 Excavation, A.P.P. (CY)10
3 203 Excavation and Root Pruning, A.P.P. (CY)10
Pavement and Related
4 204 Subgrade Compaction (SY)10
5 251 Partial Depth Pavement Repair (441) - Bikepath, A.P.P. (2.5") (SY)550 4 4 3 4
6 253 Pavement Repair - Bikepath, A.P.P. (10.5") (SY)48
7 301 Asphalt Concrete Base, PG64-22 (TN)10
8 304 Aggregate Base (CY)10
9 407 Non-Tracking Tack Coat (GAL)1,026 44 41 105 43
10 423 Crack Sealing, Type 2, Bikepath (SY)28,825 220 681 276 348 984 582 423 278 284 432
11 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)865 36 34 87 35
12 608 6" Concrete Walk w/ Agg. Base, A.P.P. (SF)150
13 608 Curb Ramp (EA)2
14 608 Detectable Warning, Type B (SF)50
15 807 Valve Box Adjusted to Grade (EA)5
16 Special Cleaning and Preparation of Asphalt Path for Overlay (SY)10,257 436 412 1047 426
17 Special Seal Coating of Asphalt (SY) (Sealmaster, MasterSeal or Equal)28,825 220 681 276 348 984 582 423 278 284 432
Landscaping and Restoration
18 653 Pulverized Topsoil, A.P.P. (CY)50
19 659 Vegetation (Seed/Mulch), A.P.P. (SY)1,000
20 659 Water For Irrigation, A.P.P. (MGAL)50
PARKING LOT QUANTITIES
Pavement and Related
21 251 Partial Depth Pavement Repair (441), A.P.P. (3") (SY)697
22 254 Pavement Planing (1.5") (SY)1,231
23 407 Non-Tracking Tack Coat (GAL)105
24 423 Crack Sealing, Type 2 (SY)12,051
25 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)103
26 Special Seal Coating of Asphalt (SY) ((Sealmaster, MasterSeal or Equal)12,051
Pavement Marking
27 642 Handicap Symbol, Type 1 (EA)39
28 642 Parking Lot Striping, 4",Type 1 (FT)4,310
29 642 Stop Line, Type 1 (FT)15
30 642 Crosswalk Line, 12", Type 1 (FT)80
INCIDENTALS
31 614 Maintaining Traffic (LS)1
32 624 Mobilization (LS)1
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5/25/2022
22-007-CIP 2022 SHARED-USE PATH & PARKING LOT
MAINTENANCE PROGRAM
GENERAL SUMMARY OF ESTIMATED QUANTITIES Page Number
5/25/2022 LOT / SEGMENT ID
Segment Length
Cadd Area (SF)REFERENCE NUMBERITEMDESCRIPTION ESTIMATED QUANTITYSHARED-USE PATH QUANTITIES
Excavation and Removal
1 202 Wearing Course Removed (Butt Joints) (SY)10
2 203 Excavation, A.P.P. (CY)10
3 203 Excavation and Root Pruning, A.P.P. (CY)10
Pavement and Related
4 204 Subgrade Compaction (SY)10
5 251 Partial Depth Pavement Repair (441) - Bikepath, A.P.P. (2.5") (SY)550
6 253 Pavement Repair - Bikepath, A.P.P. (10.5") (SY)48
7 301 Asphalt Concrete Base, PG64-22 (TN)10
8 304 Aggregate Base (CY)10
9 407 Non-Tracking Tack Coat (GAL)1,026
10 423 Crack Sealing, Type 2, Bikepath (SY)28,825
11 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)865
12 608 6" Concrete Walk w/ Agg. Base, A.P.P. (SF)150
13 608 Curb Ramp (EA)2
14 608 Detectable Warning, Type B (SF)50
15 807 Valve Box Adjusted to Grade (EA)5
16 Special Cleaning and Preparation of Asphalt Path for Overlay (SY)10,257
17 Special Seal Coating of Asphalt (SY) (Sealmaster, MasterSeal or Equal)28,825
Landscaping and Restoration
18 653 Pulverized Topsoil, A.P.P. (CY)50
19 659 Vegetation (Seed/Mulch), A.P.P. (SY)1,000
20 659 Water For Irrigation, A.P.P. (MGAL)50
PARKING LOT QUANTITIES
Pavement and Related
21 251 Partial Depth Pavement Repair (441), A.P.P. (3") (SY)697
22 254 Pavement Planing (1.5") (SY)1,231
23 407 Non-Tracking Tack Coat (GAL)105
24 423 Crack Sealing, Type 2 (SY)12,051
25 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)103
26 Special Seal Coating of Asphalt (SY) ((Sealmaster, MasterSeal or Equal)12,051
Pavement Marking
27 642 Handicap Symbol, Type 1 (EA)39
28 642 Parking Lot Striping, 4",Type 1 (FT)4,310
29 642 Stop Line, Type 1 (FT)15
30 642 Crosswalk Line, 12", Type 1 (FT)80
INCIDENTALS
31 614 Maintaining Traffic (LS)1
32 624 Mobilization (LS)1
5 4/5 5 3 3 3 3/4 8/9 9 10/11 5/7 2 2 2
373 374 375 378 379 383 385 489 491 524 749 755 760 761
117 1018 254 1269 507 651 645 793 517 349 1501 470 98 109
PATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEBMENT32 35 36 20 17 4
90 113 45
104 226 579 573 705 460 310 1334 418 87 97
75 94 38
905 1128 451
104 226 579 573 705 460 310 1334 418 87 97
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5/25/2022
22-007-CIP 2022 SHARED-USE PATH & PARKING LOT
MAINTENANCE PROGRAM
GENERAL SUMMARY OF ESTIMATED QUANTITIES Page Number
5/25/2022 LOT / SEGMENT ID
Segment Length
Cadd Area (SF)REFERENCE NUMBERITEMDESCRIPTION ESTIMATED QUANTITYSHARED-USE PATH QUANTITIES
Excavation and Removal
1 202 Wearing Course Removed (Butt Joints) (SY)10
2 203 Excavation, A.P.P. (CY)10
3 203 Excavation and Root Pruning, A.P.P. (CY)10
Pavement and Related
4 204 Subgrade Compaction (SY)10
5 251 Partial Depth Pavement Repair (441) - Bikepath, A.P.P. (2.5") (SY)550
6 253 Pavement Repair - Bikepath, A.P.P. (10.5") (SY)48
7 301 Asphalt Concrete Base, PG64-22 (TN)10
8 304 Aggregate Base (CY)10
9 407 Non-Tracking Tack Coat (GAL)1,026
10 423 Crack Sealing, Type 2, Bikepath (SY)28,825
11 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)865
12 608 6" Concrete Walk w/ Agg. Base, A.P.P. (SF)150
13 608 Curb Ramp (EA)2
14 608 Detectable Warning, Type B (SF)50
15 807 Valve Box Adjusted to Grade (EA)5
16 Special Cleaning and Preparation of Asphalt Path for Overlay (SY)10,257
17 Special Seal Coating of Asphalt (SY) (Sealmaster, MasterSeal or Equal)28,825
Landscaping and Restoration
18 653 Pulverized Topsoil, A.P.P. (CY)50
19 659 Vegetation (Seed/Mulch), A.P.P. (SY)1,000
20 659 Water For Irrigation, A.P.P. (MGAL)50
PARKING LOT QUANTITIES
Pavement and Related
21 251 Partial Depth Pavement Repair (441), A.P.P. (3") (SY)697
22 254 Pavement Planing (1.5") (SY)1,231
23 407 Non-Tracking Tack Coat (GAL)105
24 423 Crack Sealing, Type 2 (SY)12,051
25 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)103
26 Special Seal Coating of Asphalt (SY) ((Sealmaster, MasterSeal or Equal)12,051
Pavement Marking
27 642 Handicap Symbol, Type 1 (EA)39
28 642 Parking Lot Striping, 4",Type 1 (FT)4,310
29 642 Stop Line, Type 1 (FT)15
30 642 Crosswalk Line, 12", Type 1 (FT)80
INCIDENTALS
31 614 Maintaining Traffic (LS)1
32 624 Mobilization (LS)1
2 3 10 10 1 1 1 1 1 1/2 15 9 6 6
762 822 847 848 865 866 868 870 874 875 896 908 913 914
113 1171 232 269 1088 257 603 226 725 453 980 766 339 196
PATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENT27 2 50 4 21 3 4 6 20 4 3
32
10 87
1041 206 239 967 228 536 201 644 403 681 301 174
8 73
100 871
1041 206 239 967 228 536 201 644 403 681 301 174
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5/25/2022
22-007-CIP 2022 SHARED-USE PATH & PARKING LOT
MAINTENANCE PROGRAM
GENERAL SUMMARY OF ESTIMATED QUANTITIES Page Number
5/25/2022 LOT / SEGMENT ID
Segment Length
Cadd Area (SF)REFERENCE NUMBERITEMDESCRIPTION ESTIMATED QUANTITYSHARED-USE PATH QUANTITIES
Excavation and Removal
1 202 Wearing Course Removed (Butt Joints) (SY)10
2 203 Excavation, A.P.P. (CY)10
3 203 Excavation and Root Pruning, A.P.P. (CY)10
Pavement and Related
4 204 Subgrade Compaction (SY)10
5 251 Partial Depth Pavement Repair (441) - Bikepath, A.P.P. (2.5") (SY)550
6 253 Pavement Repair - Bikepath, A.P.P. (10.5") (SY)48
7 301 Asphalt Concrete Base, PG64-22 (TN)10
8 304 Aggregate Base (CY)10
9 407 Non-Tracking Tack Coat (GAL)1,026
10 423 Crack Sealing, Type 2, Bikepath (SY)28,825
11 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)865
12 608 6" Concrete Walk w/ Agg. Base, A.P.P. (SF)150
13 608 Curb Ramp (EA)2
14 608 Detectable Warning, Type B (SF)50
15 807 Valve Box Adjusted to Grade (EA)5
16 Special Cleaning and Preparation of Asphalt Path for Overlay (SY)10,257
17 Special Seal Coating of Asphalt (SY) (Sealmaster, MasterSeal or Equal)28,825
Landscaping and Restoration
18 653 Pulverized Topsoil, A.P.P. (CY)50
19 659 Vegetation (Seed/Mulch), A.P.P. (SY)1,000
20 659 Water For Irrigation, A.P.P. (MGAL)50
PARKING LOT QUANTITIES
Pavement and Related
21 251 Partial Depth Pavement Repair (441), A.P.P. (3") (SY)697
22 254 Pavement Planing (1.5") (SY)1,231
23 407 Non-Tracking Tack Coat (GAL)105
24 423 Crack Sealing, Type 2 (SY)12,051
25 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)103
26 Special Seal Coating of Asphalt (SY) ((Sealmaster, MasterSeal or Equal)12,051
Pavement Marking
27 642 Handicap Symbol, Type 1 (EA)39
28 642 Parking Lot Striping, 4",Type 1 (FT)4,310
29 642 Stop Line, Type 1 (FT)15
30 642 Crosswalk Line, 12", Type 1 (FT)80
INCIDENTALS
31 614 Maintaining Traffic (LS)1
32 624 Mobilization (LS)1
11/12 8 8 8/9 8/9 8/9 11 10 8 8 8/9 10 6 11
940 945 946 947 948 949 993 997 1132 1134 1138 1207 1265 1269
692 471 903 109 326 1008 1009 544 132 920 933 458 623 315
PATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENT3 12 3 4 8 19 4 12 9
62
419 803 97 290 896 897 484 117 818 829 407 554 280
51
615
419 803 97 290 896 897 484 117 818 829 407 554 280
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5/25/2022
22-007-CIP 2022 SHARED-USE PATH & PARKING LOT
MAINTENANCE PROGRAM
GENERAL SUMMARY OF ESTIMATED QUANTITIES Page Number
5/25/2022 LOT / SEGMENT ID
Segment Length
Cadd Area (SF)REFERENCE NUMBERITEMDESCRIPTION ESTIMATED QUANTITYSHARED-USE PATH QUANTITIES
Excavation and Removal
1 202 Wearing Course Removed (Butt Joints) (SY)10
2 203 Excavation, A.P.P. (CY)10
3 203 Excavation and Root Pruning, A.P.P. (CY)10
Pavement and Related
4 204 Subgrade Compaction (SY)10
5 251 Partial Depth Pavement Repair (441) - Bikepath, A.P.P. (2.5") (SY)550
6 253 Pavement Repair - Bikepath, A.P.P. (10.5") (SY)48
7 301 Asphalt Concrete Base, PG64-22 (TN)10
8 304 Aggregate Base (CY)10
9 407 Non-Tracking Tack Coat (GAL)1,026
10 423 Crack Sealing, Type 2, Bikepath (SY)28,825
11 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)865
12 608 6" Concrete Walk w/ Agg. Base, A.P.P. (SF)150
13 608 Curb Ramp (EA)2
14 608 Detectable Warning, Type B (SF)50
15 807 Valve Box Adjusted to Grade (EA)5
16 Special Cleaning and Preparation of Asphalt Path for Overlay (SY)10,257
17 Special Seal Coating of Asphalt (SY) (Sealmaster, MasterSeal or Equal)28,825
Landscaping and Restoration
18 653 Pulverized Topsoil, A.P.P. (CY)50
19 659 Vegetation (Seed/Mulch), A.P.P. (SY)1,000
20 659 Water For Irrigation, A.P.P. (MGAL)50
PARKING LOT QUANTITIES
Pavement and Related
21 251 Partial Depth Pavement Repair (441), A.P.P. (3") (SY)697
22 254 Pavement Planing (1.5") (SY)1,231
23 407 Non-Tracking Tack Coat (GAL)105
24 423 Crack Sealing, Type 2 (SY)12,051
25 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)103
26 Special Seal Coating of Asphalt (SY) ((Sealmaster, MasterSeal or Equal)12,051
Pavement Marking
27 642 Handicap Symbol, Type 1 (EA)39
28 642 Parking Lot Striping, 4",Type 1 (FT)4,310
29 642 Stop Line, Type 1 (FT)15
30 642 Crosswalk Line, 12", Type 1 (FT)80
INCIDENTALS
31 614 Maintaining Traffic (LS)1
32 624 Mobilization (LS)1
16 6 10 8 7 16 16 4/5 5 6 6 3/4 1/2 1/2
1338 2974 3072 3096 3123 3295 3307 3413 3415 3416 3417 3418 3425 3426
388 211 125 221 376 353 290 452 952 787 407 503 408 481
PATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENT22 7 4 6
16
33 31 26 85 70 36 43
345 188 111 196 402 447 363
28 26 21 71 58 30 36
334 314 258 846 700 362 428
345 188 111 196 402 447 363
22-007-CIP
49
5/25/2022
22-007-CIP 2022 SHARED-USE PATH & PARKING LOT
MAINTENANCE PROGRAM
GENERAL SUMMARY OF ESTIMATED QUANTITIES Page Number
5/25/2022 LOT / SEGMENT ID
Segment Length
Cadd Area (SF)REFERENCE NUMBERITEMDESCRIPTION ESTIMATED QUANTITYSHARED-USE PATH QUANTITIES
Excavation and Removal
1 202 Wearing Course Removed (Butt Joints) (SY)10
2 203 Excavation, A.P.P. (CY)10
3 203 Excavation and Root Pruning, A.P.P. (CY)10
Pavement and Related
4 204 Subgrade Compaction (SY)10
5 251 Partial Depth Pavement Repair (441) - Bikepath, A.P.P. (2.5") (SY)550
6 253 Pavement Repair - Bikepath, A.P.P. (10.5") (SY)48
7 301 Asphalt Concrete Base, PG64-22 (TN)10
8 304 Aggregate Base (CY)10
9 407 Non-Tracking Tack Coat (GAL)1,026
10 423 Crack Sealing, Type 2, Bikepath (SY)28,825
11 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)865
12 608 6" Concrete Walk w/ Agg. Base, A.P.P. (SF)150
13 608 Curb Ramp (EA)2
14 608 Detectable Warning, Type B (SF)50
15 807 Valve Box Adjusted to Grade (EA)5
16 Special Cleaning and Preparation of Asphalt Path for Overlay (SY)10,257
17 Special Seal Coating of Asphalt (SY) (Sealmaster, MasterSeal or Equal)28,825
Landscaping and Restoration
18 653 Pulverized Topsoil, A.P.P. (CY)50
19 659 Vegetation (Seed/Mulch), A.P.P. (SY)1,000
20 659 Water For Irrigation, A.P.P. (MGAL)50
PARKING LOT QUANTITIES
Pavement and Related
21 251 Partial Depth Pavement Repair (441), A.P.P. (3") (SY)697
22 254 Pavement Planing (1.5") (SY)1,231
23 407 Non-Tracking Tack Coat (GAL)105
24 423 Crack Sealing, Type 2 (SY)12,051
25 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)103
26 Special Seal Coating of Asphalt (SY) ((Sealmaster, MasterSeal or Equal)12,051
Pavement Marking
27 642 Handicap Symbol, Type 1 (EA)39
28 642 Parking Lot Striping, 4",Type 1 (FT)4,310
29 642 Stop Line, Type 1 (FT)15
30 642 Crosswalk Line, 12", Type 1 (FT)80
INCIDENTALS
31 614 Maintaining Traffic (LS)1
32 624 Mobilization (LS)1
2 1 12 11/12 11 11 11 11 15 16 1 1 1 1/2
3429 3459 10136 10141 10142 10144 10146 10147 10243 10245 10256 10257 10258 10259
510 41 877 433 300 343 181 72 269 273 480 384 236 170
PATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENT90 4
38 24
453 36 780 267 305 161 64 243 427 341 210 151
32 20
385 239
453 36 780 267 305 161 64 243 427 341 210 151
22-007-CIP
50
5/25/2022
22-007-CIP 2022 SHARED-USE PATH & PARKING LOT
MAINTENANCE PROGRAM
GENERAL SUMMARY OF ESTIMATED QUANTITIES Page Number
5/25/2022 LOT / SEGMENT ID
Segment Length
Cadd Area (SF)REFERENCE NUMBERITEMDESCRIPTION ESTIMATED QUANTITYSHARED-USE PATH QUANTITIES
Excavation and Removal
1 202 Wearing Course Removed (Butt Joints) (SY)10
2 203 Excavation, A.P.P. (CY)10
3 203 Excavation and Root Pruning, A.P.P. (CY)10
Pavement and Related
4 204 Subgrade Compaction (SY)10
5 251 Partial Depth Pavement Repair (441) - Bikepath, A.P.P. (2.5") (SY)550
6 253 Pavement Repair - Bikepath, A.P.P. (10.5") (SY)48
7 301 Asphalt Concrete Base, PG64-22 (TN)10
8 304 Aggregate Base (CY)10
9 407 Non-Tracking Tack Coat (GAL)1,026
10 423 Crack Sealing, Type 2, Bikepath (SY)28,825
11 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)865
12 608 6" Concrete Walk w/ Agg. Base, A.P.P. (SF)150
13 608 Curb Ramp (EA)2
14 608 Detectable Warning, Type B (SF)50
15 807 Valve Box Adjusted to Grade (EA)5
16 Special Cleaning and Preparation of Asphalt Path for Overlay (SY)10,257
17 Special Seal Coating of Asphalt (SY) (Sealmaster, MasterSeal or Equal)28,825
Landscaping and Restoration
18 653 Pulverized Topsoil, A.P.P. (CY)50
19 659 Vegetation (Seed/Mulch), A.P.P. (SY)1,000
20 659 Water For Irrigation, A.P.P. (MGAL)50
PARKING LOT QUANTITIES
Pavement and Related
21 251 Partial Depth Pavement Repair (441), A.P.P. (3") (SY)697
22 254 Pavement Planing (1.5") (SY)1,231
23 407 Non-Tracking Tack Coat (GAL)105
24 423 Crack Sealing, Type 2 (SY)12,051
25 441 1.5" Asphalt Concrete Surface Course, Type 1, (448), PG64-22 (TN)103
26 Special Seal Coating of Asphalt (SY) ((Sealmaster, MasterSeal or Equal)12,051
Pavement Marking
27 642 Handicap Symbol, Type 1 (EA)39
28 642 Parking Lot Striping, 4",Type 1 (FT)4,310
29 642 Stop Line, Type 1 (FT)15
30 642 Crosswalk Line, 12", Type 1 (FT)80
INCIDENTALS
31 614 Maintaining Traffic (LS)1
32 624 Mobilization (LS)1
2 2 10 8/9 9 14 13 17 17 13 13
10260 10261 10268 10271 10272
236 89 640 313 322
29294 17360 16174 14257 11076 31370
PATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTPATH SEGMENTBALLANTRAE PARK LOTDARREE FIELDS MIRACLE LEAGUE LOTFRANKLIN STREETPARKING LOTTOWN CENTER PARKING LOTDARREE FIELDS WEST DRIVEDARREE FIELDS WEST ENTRANCE DRIVECONTINGENCY / INCIDENTAL10
10
10
10
12 4 22
10
10
210 79 569 278 286
10
150
2
50
5
210 79 569 278 286
50
1000
50
697
1231
105
3255 1929 1797 1584 3486
103
3255 1929 1797 1584 3486
3 32 2 2
1220 1650 860 580
15
80
1
1
22-007-CIP
51
5/25/2022